CN111287326A - Fast detachable and re-built assembled composite building and construction method thereof - Google Patents
Fast detachable and re-built assembled composite building and construction method thereof Download PDFInfo
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- CN111287326A CN111287326A CN202010264368.4A CN202010264368A CN111287326A CN 111287326 A CN111287326 A CN 111287326A CN 202010264368 A CN202010264368 A CN 202010264368A CN 111287326 A CN111287326 A CN 111287326A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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Abstract
The invention discloses a quick detachable and rebuilt assembly composite building and a construction method thereof, wherein the building comprises a plurality of prefabricated house modules (10); exposed steel upright post assemblies are reserved at the corner positions of the top and the bottom of the prefabricated house module (10), and the steel upright post assembly at the bottom vertically corresponds to the steel upright post assembly at the top of the prefabricated house module (10) at the next layer; a horizontal connector (3) is clamped between adjacent top steel upright post assemblies of adjacent prefabricated house modules (10) on the same layer, and the adjacent top steel upright post assemblies (1) are connected with the horizontal connector (3) through bolts; the adjacent steel upright post components of the vertically adjacent prefabricated house modules (10) are connected through bolts. The prefabricated house module in the assembled and synthesized building can be prefabricated in a factory and then transported to a construction site for quick assembly, so that the construction period is greatly shortened, the prefabricated house module can be reused in other places after being dismantled, the prefabricated house module is more environment-friendly and low in cost, and the prefabricated house module is convenient to maintain.
Description
Technical Field
The invention relates to a concrete building and a construction method thereof, in particular to an assembled composite building which can be disassembled and reconstructed and a construction method thereof, which are particularly suitable for the construction of multi-storey buildings.
Background
The traditional buildings such as houses or office buildings are usually built by casting concrete on site, but the buildings with the traditional cast-in-place structure not only have complicated construction procedures, long construction period, labor consumption and difficult unification of quality, but also can generate more construction wastes and great noise and dust pollution, thereby causing great interference to the normal life of surrounding residents.
Therefore, prefabricated building units of reinforced concrete structures, such as prefabricated kitchens, prefabricated toilets, prefabricated bedrooms and the like, which are manufactured in advance in factories are gradually adopted in building engineering, and the prefabricated building units are assembled together on the site of a construction site, so that the field construction workload can be greatly reduced, the construction time is shortened, the labor is reduced, and the interference to surrounding residents can be greatly reduced.
However, when the existing assembled building needs to be assembled on a construction site, the adjacent prefabricated building units need to be connected by using concrete anchors, and the prefabricated parts and the cast-in-place parts of the building are combined together by grouting in a combining band, so that the construction time is still long, and particularly once the assembly is completed, the prefabricated building units cannot be disassembled and reassembled, and can only be destructively disassembled. In addition, the connection portion between the prefabricated construction units requires a construction operation into the space of the resident if maintenance, inspection, etc. are required, which may have an influence on the resident.
Disclosure of Invention
Aiming at the defects of the existing battens, the invention provides an assembled composite building which can be quickly assembled on a construction site and can be quickly disassembled and rebuilt and a construction method thereof.
The invention adopts the following technical scheme: a quick detachable and rebuilt assembled composite building comprises a plurality of prefabricated house modules with reinforced concrete structures;
exposed steel upright post assemblies are reserved at the corner positions of the top and the bottom of the prefabricated house module, and the steel upright post assembly at the bottom vertically corresponds to the steel upright post assembly at the top of the prefabricated house module at the next layer;
a horizontal connector is clamped between adjacent top steel upright post assemblies of adjacent prefabricated house modules on the same layer, and the adjacent top steel upright post assemblies are connected with the horizontal connector through bolts;
and adjacent steel upright post assemblies of the vertically adjacent prefabricated house modules are connected through bolts.
The prefabricated house module is provided with concave positions in the corner positions of the top and the bottom in advance, and the steel upright post assemblies on the top and the bottom are positioned in the concave positions.
The top steel upright post component of the prefabricated house module comprises: the top column and a horizontal top column plate welded and fixed on the top end surface of the top column; the bottom steel column subassembly of prefabricated house module includes: bottom stand and welded fastening are in this bottom stand bottom end face's horizontally bottom column plate.
The top upright post is H-shaped I-shaped steel with a horizontal section, and the bottom upright post is U-shaped channel steel with a horizontal section.
The horizontal connector is a square hollow steel structure component.
The periphery of the top of the prefabricated house module is provided with an upward convex base, and the periphery of the bottom of the prefabricated house module is provided with a downward convex bottom beam, so that a fireproof cavity is formed between the upper prefabricated house module and the lower prefabricated house module.
The assembled composite building also comprises a prefabricated walkway plate and a prefabricated vertical panel;
the prefabricated walkway plate is supported above the lower prefabricated house module and is connected with the lower prefabricated house module through a connecting piece and a bolt; the prefabricated vertical panel is connected with the adjacent prefabricated house modules through connecting pieces and screws.
A base plate is clamped between the upper layer steel upright post component and the lower layer steel upright post component which are connected with each other, and a base plate is clamped between the top steel upright post component and the horizontal connector. Therefore, the installation error between the steel upright post assemblies which are adjacent up, down, left and right can be adjusted.
The construction method of the fast detachable and rebuilt assembled composite building comprises the following steps:
A. after the nth-layer building is built, installing the prefabricated walkway plate of the (N + 1) th layer;
B. hoisting the prefabricated house module to a preset position of the (N + 1) th layer;
C. connecting the steel upright post component at the bottom of the N +1 th layer of prefabricated house module with the vertically corresponding steel upright post component at the top of the N +1 th layer of prefabricated house module by using a bolt;
D. and (3) connecting the steel upright post assemblies at the tops of the horizontally adjacent (N + 1) th layer prefabricated house modules together through horizontal connectors and bolts.
Before the step a, a step a 1: and filling fireproof sealant at the joint of the prefabricated walkway plate on the Nth layer and the adjacent prefabricated house module and the joint at the top of the adjacent prefabricated house module on the Nth layer.
Before the step a, a step a 2: and paving a cement mortar cushion layer on the periphery of the top of the N-th prefabricated house module, and placing a base plate on the top surface of the steel upright post component at the top of the N-th prefabricated house module to adjust the mounting height of the upper prefabricated house module.
After the step D, the method further comprises a step E: and (5) installing the prefabricated vertical panel of the (N + 1) th layer.
Compared with the prior art, the quick detachable and rebuilt assembled composite building has the following advantages:
1. the building is mainly formed by splicing prefabricated house modules, the prefabricated house modules are prefabricated in a factory, indoor decoration can be completed in advance, various devices can be preassembled, the prefabricated house has the characteristics of uniform quality, high benefit, low cost and good heat preservation and sound insulation performance, the construction processes on a construction site can be greatly reduced, and the influence of weather conditions, labor resources, construction site limitations and the like on the building process is reduced;
2. exposed steel upright post assemblies are arranged at the corner positions of the top and the bottom of the prefabricated house module, and the vertically adjacent prefabricated house modules and the horizontally adjacent prefabricated house modules can be quickly connected together by bolts on a construction site, so that the construction period is greatly shortened;
3. the prefabricated house module can be rapidly and completely dismantled as required by the built assembled composite building, the connecting position of the prefabricated house module and the steel upright post component cannot be damaged, and the prefabricated house module and the steel upright post component can be repeatedly used in other places, so that the reconstruction cost is greatly reduced, and the environment is better protected;
4. a fireproof cavity is formed between the upper prefabricated house module and the lower prefabricated house module, so that a large amount of fireproof materials such as fireproof plates, fireproof glue and the like can be reduced, the fireproof is facilitated, and the cost is saved;
5. the adjacent places of the prefabricated house module steel upright post assemblies are connected by bolts and are positioned outdoors, so that the prefabricated house module steel upright post assemblies are more convenient to maintain, maintain and inspect during use, do not need to enter the space of residents, and only need to be carried out in external public places, thereby greatly reducing the influence on the residents and reducing inconvenience;
6. the shape of the building can be arranged more flexibly and flexibly in design, and different building areas can be independently constructed.
Drawings
FIG. 1 is a schematic view of a quick demountable rebuilt assembled composite building of the present invention;
fig. 2 is a schematic structural view of the prefabricated house module 10;
FIG. 3 is a schematic view of the prefabricated house module 10 at a top corner thereof;
fig. 4 is a schematic view of the prefabricated house module 10 at a bottom corner thereof;
fig. 5 is a schematic view of the junction of horizontally and vertically adjacent prefabricated house modules 10;
FIG. 6 is a schematic view of the connection between horizontally and vertically adjacent steel stud assemblies;
FIG. 7 is a vertical sectional view of the method of constructing an assembled composite building of the present invention at step 1;
FIG. 8 is a perspective view of the method of constructing a composite building of the present invention at step 1;
FIG. 9 is a top view of the method of constructing a composite building according to the present invention at step 2;
FIG. 10 is a vertical sectional view of the assembled composite building construction method of the present invention at step 2;
FIG. 11 is a perspective view of the method of constructing a composite building of the present invention at step 2;
FIG. 12 is a vertical cross-sectional view of the assembled composite building construction method of the present invention at step 3;
FIG. 13 is a perspective view of the method of constructing a composite building of the present invention at step 3;
FIG. 14 is a vertical sectional view of the assembled composite building construction method of the present invention at step 4;
FIG. 15 is a perspective view of the method of constructing a composite building of the present invention at step 4;
FIG. 16 is a vertical cross-sectional view of the assembled composite building construction method of the present invention at step 5;
FIG. 17 is a perspective view of the method of constructing a composite building of the present invention at step 5;
FIG. 18 is a vertical cross-sectional view of the assembled composite building construction method of the present invention at step 6;
fig. 19 is a perspective view of the assembled composite building construction method of the present invention at step 6.
Detailed Description
Embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.
As shown in fig. 1, the rapidly demountable and re-configurable assembled composite building of the present invention is mainly formed by splicing a plurality of prefabricated house modules 10 of reinforced concrete structure, as shown in fig. 2, each prefabricated house module 10 is a separate member prefabricated at the factory, generally designed in a square shape, provided with vertical pillars at four corners thereof and beams at least at four peripheries of the top and bottom thereof to increase the overall strength thereof, the prefabricated house modules 10 are generally provided with a floor 101, a ceiling 102 and walls 103, although the prefabricated house modules 10 may be designed in other shapes according to the design requirements, or doors and/or windows may be provided on the walls 103 of some or some of the prefabricated house modules 10, some or some of the prefabricated house modules 10 may not be provided with a floor 101, a ceiling 102 or a wall 103, or the interior finishing of the prefabricated house modules 10 may be completed in advance and various devices may be pre-installed, to minimize construction time at the worksite.
As shown in fig. 2, 3 and 4, the prefabricated house module 10 is pre-set with recesses 106 at the corners of the top and recesses 107 at the corners of the bottom. A top steel column assembly 1 is arranged in the concave position 106 at the top, and part of the top steel column assembly 1 is embedded in the corner column of the prefabricated house module 10, and part of the top steel column assembly is exposed in the concave position 106. The bottom steel column assembly 2 is arranged in the concave position 107 at the bottom, and part of the bottom steel column assembly 2 is embedded in the corner column of the prefabricated house module 10, and part of the bottom steel column assembly is exposed in the concave position 107.
As shown in fig. 3, the top steel stud assembly 1 of the prefabricated house module 10 includes: a top pillar 11 and a horizontal top pillar plate 12 welded and fixed to the top end surface of the top pillar 11. As shown in fig. 4, the bottom steel stud assembly 2 includes: a bottom pillar 21 and a horizontal bottom pillar plate 22 welded and fixed to the bottom end surface of the bottom pillar 21. In this embodiment, the top upright 11 is made of H-shaped i-steel, and the bottom upright 21 is made of U-shaped channel steel. For the convenience of connection, bolt holes are pre-formed in the outer side wall of the top pillar 11 and the middle part of the top pillar plate 12, and bolt holes are pre-formed in the middle part of the bottom pillar plate 22.
As shown in fig. 5 and 6, when the prefabricated house modules 10 are assembled, the horizontal connectors 3 are clamped between the adjacent top steel upright assemblies 1 of the adjacent prefabricated house modules 10 on the same floor, and the horizontally adjacent top steel upright assemblies 1 are connected with the horizontal connectors 3 through bolts, so that the horizontal connection between the adjacent prefabricated house modules 10 on the same floor can be realized. The steel upright post component at the bottom of the prefabricated house module 10 vertically corresponds to the steel upright post component at the top of the prefabricated house module 10 at the next layer, and the vertically corresponding bottom steel upright post component 2 and the top steel upright post component 1 are connected through bolts, so that vertical connection between vertically adjacent prefabricated house modules 10 can be realized.
As shown in fig. 6, in order to facilitate connection with the top steel column assembly 1, the horizontal connector 3 is a substantially square hollow steel structural member formed by welding angle steel, channel steel, and/or steel plates, and bolt holes are formed in the left and right side plates thereof.
In addition, in consideration of installation errors between the upper and lower and left and right adjacent steel column assemblies, a spacer 4 is interposed between the upper and lower steel column assemblies 1 and 2 connected to each other for adjusting and correcting the installation height and angle of the upper prefabricated house module 10, and a spacer 5 may be interposed between the top steel column assembly 1 and the horizontal connector 3 for filling a gap therebetween. Bolt holes are also formed in the backing plate 4 and the backing plate 5 to facilitate connection.
As shown in fig. 7, a circle of convex bases 104 protruding upwards is arranged on the periphery of the top of the prefabricated house module 10, and a bottom beam 105 protruding downwards is arranged on the periphery of the bottom, so that a fireproof cavity 20 (as shown in fig. 14) is formed between the upper and lower prefabricated house modules 10, the fireproof performance of a building can be improved, a large amount of fireproof materials such as fireproof plates and fireproof glue can be reduced, and the cost can be saved.
The rapidly demountable and re-configurable assembled composite building of the present invention may further comprise prefabricated walkways 30 and prefabricated riser panels 40, as required by the building design, in the embodiment shown in fig. 1, a corridor 60 is provided between the two rows of prefabricated house modules 10, the prefabricated walkways 30 being installed at the bottom of the corridor 60. As shown in fig. 12, the prefabricated house modules 10 located at the left and right sides of the corridor 60 are provided with protruding support beams 108 at the top thereof, the prefabricated walkway plates 30 are in an inverted U-shaped structure, and bottom beams 301 protruding downwards at two ends thereof are supported on the top support beams 108 of the prefabricated house modules 10 at the two sides of the lower corridor 60 and are connected with the prefabricated house modules 10 at the lower layer through connecting pieces 81 and bolts 82, in this embodiment, the connecting pieces 81 may be U-shaped channel steel, and bolt connection assemblies may be embedded in the prefabricated walkway plates 30 and the support beams 108 for convenient connection. As shown in fig. 18, the prefabricated building panels 40 are connected to the columns (e.g., corner columns) of the adjacent prefabricated building modules 10 by connectors 85 and screws, and the connectors 85 may be angle irons and are partially pre-buried in the prefabricated building panels 40.
The construction method of the fast detachable and rebuilt assembled composite building comprises the following steps:
1. as shown in fig. 7 and 8, after the nth-layer building is built, filling fireproof sealant at the joint between the prefabricated walkway plate 30 on the nth layer and the adjacent prefabricated house module 10 and at the joint between the tops of the adjacent prefabricated house modules 10 on the nth layer;
2. as shown in fig. 9, 10 and 11, a cement mortar cushion layer 7 is laid on the top periphery of the nth prefabricated house module 10, and a backing plate 4 is placed on the top surface of the top steel column assembly 1 of the nth prefabricated house module 10 for adjusting and correcting the installation height and angle of the upper prefabricated house module 10;
3. as shown in fig. 12 and 13, the bottom beams 301 protruding downwards from both ends of the (N + 1) th prefabricated walkway plate 30 are erected on the two side supporting beams 108 protruding outwards horizontally from the top of the nth prefabricated house module 10, and the (N + 1) th prefabricated walkway plate 30 and the nth prefabricated house module 10 are connected together by using connectors such as channel steel 81 and bolts 82;
4. as shown in fig. 14 and 15, hoisting the prefabricated house modules 10 to the preset positions of the (N + 1) th floor, so that the positions of the bottom steel upright assemblies 2 of the (N + 1) th floor prefabricated house modules 10 and the positions of the top steel upright assemblies 1 of the nth floor prefabricated house modules 10 vertically correspond to each other;
5. as shown in fig. 16 and 17, the bottom steel upright assemblies 2 of the (N + 1) th layer prefabricated house module 10 and the vertically corresponding top steel upright assemblies 1 of the nth layer prefabricated house module 10 are connected together by using longitudinal bolts;
6. connecting the top steel upright post assemblies 1 of the horizontally adjacent (N + 1) th layer prefabricated house modules 10 together through horizontal connectors 3 and bolts, and clamping a base plate 5 between the top steel upright post assemblies 1 and the horizontal connectors 3 if necessary;
7. welding a gasket 84 of a longitudinal bolt at the vertical connection part of the bottom steel upright post component 2 of the (N + 1) th layer prefabricated house module 10 to the bottom upright post plate 22, and having the functions of reinforcing, resisting shock and preventing displacement;
8. as shown in fig. 18 and 19, the prefabricated vertical panel 40 at the (N + 1) th floor is installed, and the connecting piece 85 embedded in part of the prefabricated vertical panel 40, such as an angle iron, is fixedly installed at the upright position (such as the corner post position in fig. 18) of the adjacent prefabricated room module 10 by using a screw;
9. and repeating the steps 1 to 8 to continue to finish the construction of the superstructure.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, but rather as the invention is intended to cover all modifications, equivalents and improvements falling within the spirit and scope of the present invention.
Claims (12)
1. A quick demountable and rebuilt modular building comprising a plurality of prefabricated house modules (10) of reinforced concrete construction; the method is characterized in that:
exposed steel upright post assemblies are reserved at the corner positions of the top and the bottom of the prefabricated house module (10), and the steel upright post assembly at the bottom vertically corresponds to the steel upright post assembly at the top of the prefabricated house module (10) at the next layer;
a horizontal connector (3) is clamped between adjacent top steel upright post assemblies (1) of adjacent prefabricated house modules (10) on the same layer, and the adjacent top steel upright post assemblies (1) are connected with the horizontal connector (3) through bolts;
the adjacent steel upright post components of the vertically adjacent prefabricated house modules (10) are connected through bolts.
2. The fast demountable rebuilding composite building of claim 1, wherein said prefabricated house modules (10) are pre-recessed at the top and bottom corners where said steel stud assemblies are located.
3. The fast demountable rebuilt assembled composite building according to claim 2, wherein the top steel stud assembly (1) of the prefabricated house module (10) comprises: the top column (11) and a horizontal top column plate (12) welded and fixed on the top end surface of the top column (11); the bottom steel column component (2) of the prefabricated house module (10) comprises: a bottom upright post (21) and a horizontal bottom column plate (22) fixed by welding on the bottom end surface of the bottom upright post (21).
4. The fast demountable and rebuilt assembly composite building according to claim 3, wherein said top uprights (11) are H-section channel steel and said bottom uprights (21) are U-section channel steel.
5. Quick demountable rebuilt composite building according to any of the claims 1 to 4, characterized in that said horizontal connectors (3) are square hollow steel structural components.
6. The fast demountable rebuilt composite building according to any one of claims 1 to 4, wherein the prefabricated house modules (10) have an upwardly convex base (104) at the top periphery and a downwardly convex sill (105) at the bottom periphery, such that a fire-proof cavity (20) is formed between the upper and lower prefabricated house modules (10).
7. A quick demountable rebuilt composite building according to any one of claims 1 to 4, further comprising prefabricated walkway plates (30) and prefabricated riser panels (40);
the prefabricated walkway plate (30) is supported on the lower prefabricated house module (10) and is connected with the lower prefabricated house module (10) through a connecting piece and a bolt; the prefabricated vertical panel (40) is connected with the adjacent prefabricated house modules (10) through connecting pieces and screws.
8. The fast demountable composite building according to any one of claims 1 to 4, wherein a spacer is sandwiched between the top and bottom steel stud assemblies (1 and 2) connected vertically one above the other, and a spacer is sandwiched between the top steel stud assembly (1) and the horizontal connector (3).
9. A method of constructing a quick demountable rebuilt assembled composite building according to any one of claims 1 to 4, the method of constructing comprising the steps of:
A. after the nth-layer building is built, installing a prefabricated walkway plate (30) of the (N + 1) th layer;
B. hoisting the prefabricated house module (10) to a preset position of the (N + 1) th layer;
C. connecting the steel upright post component at the bottom of the (N + 1) th layer of prefabricated house module (10) with the vertically corresponding steel upright post component at the top of the N layer of prefabricated house module (10) by using a bolt;
D. and (3) connecting the steel upright post assemblies at the tops of the horizontally adjacent (N + 1) th layer prefabricated house modules (10) together through horizontal connectors and bolts.
10. The method of constructing a quick demountable rebuilding composite building according to claim 9, further comprising, prior to said step A,
step A1: and fireproof sealant is filled at the joint of the prefabricated walkway plate (30) on the Nth layer and the adjacent prefabricated house module (10) and the joint of the top of the adjacent prefabricated house module (10) on the Nth layer.
11. The method of constructing a quick demountable rebuilding composite building according to claim 10, further comprising, prior to said step A,
step A2: and a cement mortar cushion layer (7) is laid on the periphery of the top of the Nth layer of prefabricated house module (10), and a base plate is placed on the top surface of the steel upright post component at the top of the Nth layer of prefabricated house module (10) and used for adjusting the mounting height of the upper layer of prefabricated house module.
12. The method of constructing a quick demountable rebuilding assembled composite building of claim 9, 10 or 11, further comprising, after said step D,
step E: and installing the prefabricated vertical panel (40) of the (N + 1) th layer.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010264368.4A CN111287326A (en) | 2020-04-07 | 2020-04-07 | Fast detachable and re-built assembled composite building and construction method thereof |
| SG10202005380WA SG10202005380WA (en) | 2020-04-07 | 2020-06-08 | Rapidly detachable and reconstructed modular integrated building and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010264368.4A CN111287326A (en) | 2020-04-07 | 2020-04-07 | Fast detachable and re-built assembled composite building and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111287326A true CN111287326A (en) | 2020-06-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010264368.4A Pending CN111287326A (en) | 2020-04-07 | 2020-04-07 | Fast detachable and re-built assembled composite building and construction method thereof |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN111287326A (en) |
| SG (1) | SG10202005380WA (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113718943A (en) * | 2021-09-26 | 2021-11-30 | 中建三局集团有限公司 | Pressure-bearing space easy to combine |
| CN114622654A (en) * | 2022-02-24 | 2022-06-14 | 中建科工集团有限公司 | Modular box building stacking installation method |
| CN115405109A (en) * | 2022-11-01 | 2022-11-29 | 北京城建集团有限责任公司 | Construction method for synthesizing large public building through modular assembly |
| CN115450327A (en) * | 2022-09-01 | 2022-12-09 | 深圳市臻道建筑科技有限公司 | Method for constructing box-type building and box-type building constructed by same |
| EP4332315A1 (en) | 2022-08-30 | 2024-03-06 | Koutermolen nv | Logistic building |
-
2020
- 2020-04-07 CN CN202010264368.4A patent/CN111287326A/en active Pending
- 2020-06-08 SG SG10202005380WA patent/SG10202005380WA/en unknown
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113718943A (en) * | 2021-09-26 | 2021-11-30 | 中建三局集团有限公司 | Pressure-bearing space easy to combine |
| CN114622654A (en) * | 2022-02-24 | 2022-06-14 | 中建科工集团有限公司 | Modular box building stacking installation method |
| EP4332315A1 (en) | 2022-08-30 | 2024-03-06 | Koutermolen nv | Logistic building |
| BE1030825A1 (en) | 2022-08-30 | 2024-03-22 | Koutermolen nv | LOGISTICS BUILDING |
| CN115450327A (en) * | 2022-09-01 | 2022-12-09 | 深圳市臻道建筑科技有限公司 | Method for constructing box-type building and box-type building constructed by same |
| CN115405109A (en) * | 2022-11-01 | 2022-11-29 | 北京城建集团有限责任公司 | Construction method for synthesizing large public building through modular assembly |
| CN115405109B (en) * | 2022-11-01 | 2023-02-28 | 北京城建集团有限责任公司 | Construction method for synthesizing large public building through modular assembly |
Also Published As
| Publication number | Publication date |
|---|---|
| SG10202005380WA (en) | 2021-11-29 |
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